Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994835 DEA: 032J9104 EFIS: 0322000136
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-25.5/27.3
Work Description: POLYESTER CONC, REPLACE JOINT SEAL (ASPHALT RUBBER), CONCRETE BARRIER.
Location Description: NEVADA COUNTY NEAR FLORISTON FROM 1.9 MILES EAST OF HINTON ROAD TO TRUCKEE RIVER BRIDGE
Contractor Name: Q&D CONSTRUCTION, LLC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Reza Salehi Structure Rep.: Unknown
DIME Sample ID: 2024-06-12-85
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 06/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2024
The quantity of what the sample constitutes: 1 Tanker & 18 Totes
A brief description of the sample: 1 gallon can / 9800 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000075KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-06-12-85-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/23/2024
Date Tested: 06/26/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-06-12-85-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/23/2024
Date Tested: 06/26/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2024-06-12-85-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/23/2024
Date Tested: 06/17/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.487 in
|
|
Sample 1 Ultimate strength
|
8290 psi
|
|
Sample 1 Thickness
|
0.249 in
|
|
Sample 1 Area
|
0.1213 in^2
|
|
Sample 1 Ultimate Strength Actual
|
1005.58 lbs
|
|
Sample 1 percent elongation
|
10.7 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.251 in
|
|
Sample 2 Area
|
0.1222 in^2
|
|
Sample 2 Ultimate strength
|
8381 psi
|
|
Sample 2 Ultimate Strength Actual
|
1024.16 lbs
|
|
Sample 2 percent elongation
|
21.7 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.255 in
|
|
Sample 3 Area
|
0.1242 in^2
|
|
Sample 3 Ultimate strength
|
8357 psi
|
|
Sample 3 Ultimate Strength Actual
|
1037.94 lbs
|
|
Sample 3 percent elongation
|
18.9 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.487 in
|
|
Sample 4 Thickness
|
0.249 in
|
|
Sample 4 Area
|
0.1213 in^2
|
|
Sample 4 Ultimate strength
|
8361 psi
|
|
Sample 4 Ultimate Strength Actual
|
1014.19 lbs
|
|
Sample 4 percent elongation
|
16.7 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.487 in
|
|
Sample 5 Thickness
|
0.245 in
|
|
Sample 5 Area
|
0.1193 in^2
|
|
Sample 5 Ultimate strength
|
8410 psi
|
|
Sample 5 Ultimate Strength Actual
|
1003.31 lbs
|
|
Sample 5 percent elongation
|
22.2 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.487 in
|
|
Sample 6 Thickness
|
0.244 in
|
|
Sample 6 Area
|
0.1188 in^2
|
|
Sample 6 Ultimate strength
|
8385 psi
|
|
Sample 6 Ultimate Strength Actual
|
996.138 lbs
|
|
Sample 6 percent elongation
|
18.6 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
8364 psi
|
|
Percent Elongation Average
|
18 %
|
DIME Test ID: 2024-06-12-85-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/23/2024
Date Tested: 06/26/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
44
|
DIME Test ID: 2024-06-12-85-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 07/23/2024
Date Tested: 06/19/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1384.75 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
bond
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
692.373 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
941.104 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
bond
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
470.552 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
994.77 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
bond
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
497.385 psi
|
DIME Test ID: 2024-06-12-85-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/23/2024
Date Tested: 06/18/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
78 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.015 grams
|
|
Weight at 5 minutes
|
99.946 grams
|
|
Weight at 10 minutes
|
99.875 grams
|
|
Weight at 15 minutes
|
99.801 grams
|
|
Weight at 20 minutes
|
99.793 grams
|
|
Weight at 25 minutes
|
99.682 grams
|
|
Weight at 30 minutes
|
99.612 grams
|
|
Final weight
|
99.61 grams
|
|
Total weight loss
|
0.41 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
21.772 grams/m^2
|
